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7/30/2019 PAVEMENT DESIGN OF HIGHWAY IN KASHMIR.
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Road
length=12.7
District : Ganderbal Block :- Ganderbal
S.No. Item Unit Qty. Rate Amount
(In Laces.)A) i)Dismantling of dry stone walls
(country type)
cum 400 100 0.4
ii)Reconstruction of dry stone
(country type)
cum 400 250 1.00
B) Tree Cutting (details Enclosed ) no. 5.08
1) Earth work
a Earth work in cuttin cum 9630 108.52 10.45
b) Earthwork in f illing (available) cum 4815 35 1.69
c) Earth work in filling from
(Barrow pits )
cum 31087 382.99 119.06
2 Pavement 0.00
a)GSB Cum 5242.00 979..58 51.35
b) WBM -GII cum 1965.75 1868 36.72
c) Primer coat Sqm 70660.00 57.62 40.71
d) 50mm thick Bituminous cum 3886.30 6945.68 269.93
e) Tack Coat Sqm 70660.00 16.24 11.48
f) 25mm thick Semi dense Sqm 70660.00 223.25 157.75
g) Seal Coat Cum 70660.00 57.35 40.52
3) Cross drainages
a) RCC pipe Crossing (300mm ) No. 26 18000 4.68
b) RCC pipe crossing (600mm dia) No. 9 56000 5.04
b) RCC pipe crossing (1200mm No. 7 227084 15.90
d) Pcc drain Rm 3875 1749 67.77
e)Pcc deep drain Rm 2620 4822 126.34
f RCC culvertsi) 17 m bridge No. 1 70.00
ii)1x8 m RCC culvert (3m ext.) No. 1 18.00
iii)1x6 m Rcc Culvert(4mt ext) No. 1 12.00
iv)1x4m Rcc culvert (4mt ext) No 1 9.00
v)1x2m Rcc Culvert No 2 3.95 7.90
4) Protection Works
a) R/Wall & B/Wall (avg 2 M height Rm 1500 7391 110.87
b)PCC Edge wall Rm 2975 2915 86.72c) Create work Rm 3000 2826 84.78
DPR Formulation Rm 12.7 15000 1.91
Surveying Km 12.7 10000 1.27Road Furniture (details enclosed) 8.90
Total amount 1377.20
Assistant Executive Engineer Executive Engineer
PMGSY, SD Ganderbal PMGSY Division Ganderbal
Pro ect Costin
Prada Mantri Gram Sadak Yojana ( PMGSY)
Road Proposed in PMGSY for Rural ConnectivityUp gradation Of Road from
Duderhama Rabitar Narayan bagh (Stage -U)
7/30/2019 PAVEMENT DESIGN OF HIGHWAY IN KASHMIR.
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Road
length=12.7
District : Ganderbal Block :- Ganderbal
S.No. Item Unit Qty. Rate Amount
(In Laces.)
Pro ect Costin
Prada Mantri Gram Sadak Yojana ( PMGSY)
Road Proposed in PMGSY for Rural ConnectivityUp gradation Of Road from
Duderhama Rabitar Narayan bagh (Stage -U)
7/30/2019 PAVEMENT DESIGN OF HIGHWAY IN KASHMIR.
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S.
No
Name
of Block
Type of
Proposa
l
Propos
ed
length
Cost of
Paveme
nt
No.of
C.D
works.
Cost of
C.D
works.
Misc.
cost.Total
estimated
cost
Averege
cost
per Km.
From To N/U Km (In Lacs) No's (In Lacs) In Lacs (In Lacs) (In lacs)
1 Lar Dub Khanpora N 1.90 121.29 10 2.3 0.29 123.88 65.20
(Stage II of Phase VII th Scheme Package No JK1351)
123.88 Lacs9.29 Lacs
133.17 Lacs
N = New Connectivety.
U = Upgradiation.
Technical scrutiny done by:
Prepared by: Signature:
Name: Nmae:
Designation: Designation:
Checked by: Signature:
Name:
Designation:
Scrutnized by: Signature: Signature:
Name: Name:
Designation: Designation:
Pradhan Mantri Gram Sadak Yojana(PMGSY)PACKAGE SUMMARY
State: Jammu & Kashmir. Profarma-B
Signature:
Coodinator STA:
District: Srinagar. Package No: JK-13
Name of Road
Total Estimated cost of the Package = Rs:Routine Maintenance for 5 years= Rs.
Grand Total = Rs.
7/30/2019 PAVEMENT DESIGN OF HIGHWAY IN KASHMIR.
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1. Location : State: J&K District : Srinagar :
2.Package No:-
3. Name of the Road: From To
4. Total Length (Km) - 1.9 In Built up area - 0.7 Km In Open Area - 1.20 Km
5. Estimated Cost Rs
6.Type of proposal:- New connectivity
T - or L- 0 3 8
- If the proposal is for up gradation
- is the road a part of the core network
- is it associated Through Route or Not
- PCI value
- Age of the road
Flexible Pavement
65.20
Others
63.65
Average Cost :
Total
NA
- Is it certified that there are no other unconnected
Eligible Habitations in the district.
PRADHAN MANTRI GRAM SADAK YOJANA ( PMGSY)
CHECK LIST FOR P.I.U. & S.T.A.
To be filled by PIU.
( For Indvidual Road Works )
Total Cost
in Rs.
Duderhama Via Gadoora Umar Hair
Cost per
Km. Lakhs
33.50
Item
-If the proposed road is a New connectivity
Rigid PavementStage -II
123.88
31.7060.23
YES
In the Built Up Area (m)
7. a) Whether the Proposed Road has thedesired carriage way width,Roadway width and
Road Land Width (RLW )
a) Carriageway
INDEX MAP (not to scale ) : Attached
5.50b) Roadway
6.5
5.5
6.50
- Is the road a part of core network
- Does the proposed Road connect the unconnected
Habitation to
-a) Another habitation having All- weather road.
-b) Directly to an All weather road.
If ( b) indicate the nature of road to which the proposed
road leads.
If Yes Through Route/ Link Route No.
- Population sub served by the proposed road.
- Name of the unconnected Target Habitation (s) (to
be crosschecked with CN-6)
- Does the Proposed Road lead up to the Habitation for
which it is supposed to provide connectivity (In other words
are you sure that the road is not being made partially?)
3.0
b) Indicates the actual widths of the
following for the proposed road
Proforma C
3.00
In the Open Area
(m)
b)
VR
Yes
Yes
c) Road Land Width
Attached
7/30/2019 PAVEMENT DESIGN OF HIGHWAY IN KASHMIR.
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Cross Section details
a) Cross Section of The Existing road showing different component layers.
b) Cross Section of The Proposed road showing different component layers
Day 1 316 326 93 76 70 45 42 7 8 198 18 0 30
Day 2 326 336 96 79 72 58 54 9 6 253 25 0 26
Day 3 377 389 111 91 83 48 45 8 7 209 23 0 25
Average 340 350 100 82 75 0 50 47 0 8 7 0 220 22 0 27
Growth rate adopted (%) =6%
10 Years AADT = 930
2
No. of Days in Each Harvesting Season (t) = 75
Value of (n) assumed = 1
Construction Period From Base Year=2 Years Traffic Category =
9 Subgrade CBR ( for Different Sections ) =Chainage
CBR %
A.
Cost of Preparation of DPR
930.00Base Year Traffic AADT ( After 2 years) =
Pneumatic
Tyred
L
CyclesDays Cars,Jeep,
Vans,Three
Wheelers
Km 1 to KM 13
8.00%
Recommended CBR
L
T 7
BusesTrucks
828x(1.06)=
7.00%
29000
Cost Rs.
15263
Design Life =
Name of Road : Dub to Khanpora (Stage -II)
Cycle
Ricksha
wa
U OL
10. Cost Details
U
General Costs
OL L
AADT =T+1.2*n*t*T/365, Take n =1& t=75 days ,AADT =664+(1.2*1*75*664)/365 = 828
Number of Harvesting Seasons =
(Should be as per Actual Provisions of DPR)
8. Base year traffic volume
Agricultural Tractors,
Trailers,small trucks
Light
Commercial
Vehicle(mata
dors,Sumos
etc)SWC
Non Motorised Traffic
OL
Animal Drawn
Vechicle
U
Cost /km (Rs)
ADT in the year of Traffic Count(non-peak season) = ADT in peak season/2 =1328/2 =664
Cumulative ESAL = 4811*T*L ,Here L =0.75 = 7,59,212
ESAL Per Day(T) =210.41
X-Section Attached
X-Section Attached
Motoris
ed two
Wheel
ers
Motorised Traffic
Month & Year of Traffic Volume Count =
7/30/2019 PAVEMENT DESIGN OF HIGHWAY IN KASHMIR.
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B. Pavement Components Dub to Khanpora (Stage -II)
C.Bituminous Layers
Pavement Quality Concrete (M30 )
G. Pucca Side Drains (if Provided)Length
H. Road Logo, other Road Furniture
I. Any other Provisions (Please Specify)
6078
Seal Coat
If yes, their Number and Cost of improvement
No. of Existing CD Works
Do they require any improvement- specify the nature
of improvement proposed
Prime Coat
M P M / B B M
Semidense
Surface
125
4730001425
Earth Work - in Excavation/ Cutting
Description of layer Cost/ km (Rs)Cost Rs.
995000
75
6078
6078
E: C D
455.85
Shoulders (If not considered in the Earthwork)
1056
Earthwork- in Filling (Embankment)
Subgrade (if provided seperately)
WBM Gr -I I
WBM Gr -I I I
Scarifying
Soil + Aggregate Mix
Granular Sub base
Tack Coat
D. Cement Concrete Road
Cost in Rs Cost /Km (Rs)
337368641000
6078
712632
350000
523684
348000 183158
52105
600mm dia PC
248947
184211
300mm dia PC
121211Total Cost of Proposed CD works
88300.00
1614421F. Protection works
230300
1419474
600 RM
1000 RM
Thickness in mm Quantity inCum/Sqm
0
Total Cost of the Project (Rs)
99000
1354000
2697000
12388700
3067400
51.24
3.00
7.00
21.96
Type of CD & their
NosCost in Rs.Location - Chainage ( Similar Type of CD's may be
grouped together)
2105000
Total Length of
Bridge/ Culvert
142000.00
1107895303.9
7/30/2019 PAVEMENT DESIGN OF HIGHWAY IN KASHMIR.
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J. Five Year Routine Maintenance
14. Sources and the Lead distances of Materials are as under
Source
Zazna
SafaporaGanderbal
Saderkote
Prepared By
(Name)
19602
22869
6534
13068
35938
Checked By
33
12.Whether C.D.works / Protection works are provided as perRRM /
Latest Circulars of NRRDA/ Respective Codes.
1.75
% Cost
0.5
Sand
Murrum
61943.5
Np3 pipes
Year
Name of the road Dub to Khanpora (Stage -II)
Cost /km
340689.25
Total Maintenance Cost
13. Whether the Cost etimates are as per standerd data analysis and S.S.R.
Lead
Distance
15
Earth
Material
12
929152.5
Certified that information provided is true
15 34
Counter Signatures of
15
Scrutinized By
Material
Steel
Source
Co-ordinator STA :
Pampore
Cement
Yes
Yes
Yes
Lead Distance
34
185830.5
Cost in lakhs
I
2.75
30
IV
11. Whether the road has Geometrics as per Rural Roads Mannual RRM / Latest
Circulars of NRRDA.
V
II 1.0123887
Srinagar
Macadam
Mec stores pamp
216802.25
III
ZankoteStones
Aggregate
1.5
7/30/2019 PAVEMENT DESIGN OF HIGHWAY IN KASHMIR.
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15
16
b) If such Unconnected Habitation eligble Under PMGSY Yes/ No
17
Engineering Surveys
Hydraulic Studies.
18
19
20
Alignment & Geometrics
Side drains
Integration for Cross and longitudinal Drainage
21
22
23PMGSY Logo Sign Boards and Information Board
Km/Hm Stones
Guard Stones (where necessary )
Traffic Sign Boards (as necessary)
24
Signature
Name Signature
Date Name
Is the design of flexible Pavement as per IRC SP: 72- 2007 and design of Rigid
Pavement as per IRC SP:62- 2004 .
Location and type of CD works and
( CBR, Density, LL, PI, Gradation to be verified)Traffic Surveys / Estimation
( Catchment for structures with more than 2 Vents to be verified from topo sheet.
Location and requirement of all CD structures to be verified from L section )
Yes / No
In case, sub grade CBR is less than 3; has Soil Stabilisation etc. been proposed
Is the design of the following elements as per Rural Roads Manul / Circulars of NRRDA:
Yes / No
Yes / No
Protection Works
Yes / No
( If not , specific Reasons given by PIU)
Yes / No
Certified that the Design and Estimation for the Proposed Road work are based on the data and SSR provided by
PIU Engineers . The Proposal after final Correction is entered on the OMMS.The Propasal may be considered for
clearance.
Does the proposal have provisions for
Secific Remarks, if any, by STA( Specific remarks of STA about the overall project are necessary on each DPR)
Yes / No
Yes / No
Yes / No
Yes / No
To be filled b State Technical A enc
Are you satisfied with the following
(Data entries to be verified by STA before Clicking the Propopsal)
Yes / NoDoes the Estimation Conform to Standard Rate Analysis and SSR generated for
the current Phase
Yes / No
Yes / No
In case , Traffic is projected beyond T 4 Category are you satisfied with the reason given
by PIU
a) If No, the name of Unconected Habitation up to which it is connected Yes / No
Yes / No
If the Proposal is for new connectivity
Yes/ No
Co-ordinator STA:
Soil/ Material Investigation
Date
Have you satisfied yourself that the proposed road is a part of Core Network
Technical Scrutiny at STA done
Yes / No
(L section, X section must be verified)
Yes / No
Name of the STA: Dr F.A.Mir
Name of Road :Dub to Khanpora (Stage II)
Is the unconnected habitation (s) part of list of unconnected Habitations as per CN-6
Is the Proposed Road entered on the OMMS :
Yes / NoYes / No
Does the Proposal ensure full connectivity to Target Habitation
Yes / No
7/30/2019 PAVEMENT DESIGN OF HIGHWAY IN KASHMIR.
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District :- Srinagar (Ganderbal) Block:- Lar
From To N U Detai
ls
50 mm
thick
Macadam
Earth
Work
Earthe
n
should
er
Sub Grade
Preparation
GSB/
Draina
ge
layer
WBM
-II
WBM-
III
Tack
Coats
s
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
1 Dub Khanpora N D 1.90 FW 21.05 4.73 9.95 6.4 4.49
Existing
Surface
Type
S.No.
PMGSY, SD Ganderbal
Assistant Executive Engineer
PMGSY Division
Executive En
Pradhan Mantri Gram Sadak Yojana (PMGSY)
Name of Place / tourist place
Connected by Road.
New Const./
Upgradation
(Use N/U)
Details of thickness & Cost for pavemen
Road Proposed in PMGSY for Rural Connectivity (Pavement Layers)
Facility
Accessed
(Use
A/B/C/D)
Road
Length
(KM)
7/30/2019 PAVEMENT DESIGN OF HIGHWAY IN KASHMIR.
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Form F-6
District :- Srinagar (Ganderbal)
No Dia No L No L No Dia No dia No L No L
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
1Dub to
KhanporaN 1.90 3 600
7 300
Assistant Executive Engineer
PMGSY, SD Ganderbal
Pradhan Mantri Gram Sadak Yojana (PMGSY)
H.P Culvert
S.No. Name of
Road
New Const./
Upgradation
(Use N/U)
Road
Length
(KM)
PMGSY Division Gan
Detalis of Proposed CD structures by Type
Pipe Culvert M Bridge
Details
Executive Engine
H. P Culvert Causeway
Existing CD structures by Type
Road Proposed in PMGSY for Rural Connectivity (X-Drainage Structures)Packag
B.Arch
Culvert
Block:- Lar
M Bridge
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Form F-I
>1000 500-999 250-500
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Package No.: JK-13District : Srinagar(Ganderbal) Block : Ganderbal
S.No. Description of Items L (M) B (M) D (M) Unit Qty. Rate
(Rs)
1 2 3 4 5 6 7 81 Granular sub-base / base / surface course with local materials (Table
400.13)by mix in place method normal Construction of granular sub-base
by providing local material spreading in uniform layers with motor grader
on prepared surface , mixing by mix in place method with rotavator at
once & compacting with smooth wheel roller to acheive the desired
density complete as per clause 401.4 as per techinical specifications
clause 408.( 5% provision for curves & passes.)
1) Using naturally occuring gravel.
12700 2 0.200 Cm 5080.00
Add for extra widening at 30 number of curves and adda 900 0.90 0.200 CM 162.00Total CM 5242.00 799.36
Carriage with an average lead of 10 Kms from Nallah Sindh TKm 10379 79.71
Loading Cum 5242.00 22.42
2 WBM Grading 2 :WBM Grading 2 : P/L, spreading & compacting stone
aggregates of specific sizes to water bound macadam specification incld.
spreading in uniform thickness, hand packing, rolling with three wheel roller
80-100kN static roller in stages to proper grade and camber, applying &
brooming with crushable, stone screening, binding materials to f ill up the
interstices of coarse agg., watering and compacting to the required density
grade 2 as per technical specification clause 405.manual means.including cost
and carriage of all materials from approved source to site of work,with all
leads, lif ts, loading unloading and octori. (Finished work to be measured,
complete .) . .) .
12700 2.0 0.075 Cm 1905.00
Add for extra widening at 30 number of curves and adda 900 0.90 0.075 CM 60.75
Pradhan Mantri Gram Sadak Yojana ( PMGSY)Cost Estimate for Construction of
PAVEMENT.
Length Of Road 1.90 KM
Construction Of Road from D.Q.N Upgradation
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S.No. Description of Items L (M) B (M) D (M) Unit Qty. Rate
(Rs)
1 2 3 4 5 6 7 8Total CM 1965.75 1249.8
Carriage with an average lead of 20 Kms TKm 5110.95 209.3Loading 1965.75 73.95
3 Prime Coat :- Providing and applying Primer coat with bitumen emulsion
(SS-1) on prepared surface of granular base including cleaning of road
surface and spraying primer at the rate of 0.70-1.00 kg/sqm using
mechnical means as per Technical Specification Clause 502 including
providing & applying tack coat with Bitumen emulsion (RS 1.00) using
emulsion distributar @ 0.2 to 0.25kg / sqm on the prepared bituminious
cleaned with hydraulic broom as per technical specification clause 503.
12700 5.50 Sqm 69850.00
Add for extra widening at 30 number of curves and adda 900 0.90 Sqm 810.00
Total 70660.00 57.50
Carriage with an average lead of 36 Kms Tkm 60.06 145.0
4 Bituminous Macadam :- P/L Bituminous Macadam with Hot mix plant
using crushed aggregate of grading as per Table 500.4 premixed with
bituminous binder, transported to site upto a lead of 1000 m laid over apreviously prepared surface with paver finisher to the requried grade ,
level & alignment & rolled to acheive the desired compaction as per
techinical specification clause 504.
12700 5.50 0.05 Cum 3492.50
Add for extra widening at 30 number of curves and adda 900 0.90 0.05 Cum 40.50
Add for Surface correction, Camber modification, super elevation
etc. @10%353.3 353.30
Total 3886.30 6626.7
Carriage with an avg lead of 36 Kms Tkm 8549.86 145.0
5 Tack Coat: Providing & applying tack coat with Bitumen emulsion (RS-1)
using emulsion distributar @ 0.20 to 0.25 Kg per Sqm on the prepared
bituminous surface cleaned with Hydraul ic broom ar per technical
specification clause 503.
12700 5.50 Sqm 69850.00
Add for extra widening at 30 number of curves and adda 900 0.90 Sqm 810.00
Total 70660 16.2Carriage with an avg lead of 36 Kms Tkm 17.67 145.0
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S.No. Description of Items L (M) B (M) D (M) Unit Qty. Rate
(Rs)
1 2 3 4 5 6 7 86 25mm thick Semidense :- Providing, laying and rolling of semidense
bitumenous concrete of 25mm thickness composed of 13.20 mm to
5.60mm aggregates of sepecified grade with bitumenous binder @ 4.5%
to 5 % of mix & filler by weight,mixing in suitable plant transporting the hot
mix work site,laid with paver finisher to required grade,levell and
alignment,rol ling with smooth wheeled rol lers to achieve desired
conpaction followed by seal coat ,including carriage of materials,loading
unloading and all taxes
Bitiumen (S- 90)
12700 5.50 Sqm 69850.00
Add for extra widening at 30 number of curves and adda 900 0.90 Sqm 810.00
Total 70660.00 215.27
Carriage with an avg lead of 36 Kms Tkm 3886.30 145.08
7 Seal Coat :- Providing and laying seal coat sealing the voids in a
bituminous surface laid to the specified levels, grade and cross fall using
Type A ,Type B and Type C as per Technical Specification Clause 510.
Type B bitumen (S-90).
12700 5.50 Sqm 69850.00
Add for extra widening at 30 number of curves and adda 900 0.90 Sqm 810.00
Total 70660.00 55.45Carriage with an avg lead of 36 Kms Tkm 932.71 145.08
8 Earthen Shoulders :- Construction of subgrade and earthen shoulders
with material got obtained from cutting along the si te with all lifts and
leads , transporting to site, spreading, grading to required slope and
compacted to meet requirement of Table 300.2 with lead upto 1000m as
per technical specifications clause 303.1.
Assistant Executive Engineer
PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRDA) Div
Executive E
ITEM INCLUDED IN EARTH FILLING EST
Total
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S.No. Description of Items Nos. L (M) B (M) D (M) Unit Qty. Rate
(items)
(Rs)
Rate
carria
deta
encl
(Rs
1 Earthwork in excavation for structures as per drawing and technical
specifications Clause 305.1 including setting out, construction of shoring
and bracing, removal of stumps and other deleter ious material and
disposal upto a lead of 50 m, dressing of side and bottom and backfilling
in trenches with excavated suitable material.(Ordinary soil upto 3m depth)
3 2.44 0.50 1.00 Cum 3.66 183.10
2 Bedding:
Type B (First Class) Bedding, Laying (First Class) bedding on wellcompacted sand, moorum or approved granular material as per Clause
1105 (ii)
3 2.44 0.50 0.20 Cum 0.73 651.18 138.4
3 Providing and laying reinforced cement concrete pipe NP3 for culverts on
first class bedding of granular material in single row including fixing collar
with cement mortar 1:2 but excluding excavation, protection works,
backfilling, concrete and masonry works in head walls and parapets as
per Clause 1106.(300 mm dia)
3 2.44 Rm 7.32 1473.85 69.9
TOTAL Total
Rate per Pipe Crossing of 300mm dia = Rs
Assistant Executive Engineer
PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRDA) Division G
District :Srinagar (Ganderbal)
12549
Block:-Lar
Executive Engineer
Length 1.90 KMs
Pradhan Mantri Gram Sadak Yojana ( PMGSY)
Cost Estimate for Laying of 300mm dia cross drainage pipes
Construction Of Road from Dub to Khanpora
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S.No. Description of Items Nos. L (M) B (M) D (M) Qty. T Q
1 Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing of
side and bottom and backfilling in trenches with excavated suitable
material.(Ordinary soil upto 3m depth)
4 2.44 3.50 1.90 Cum 64.90
2 3.00 1.35 2.00 Cum 16.20
2 Bedding:
4 2.44 3.50 0.20 Cum 6.83
2 3.00 1.35 0.20 Cum 1.62
4 2.44 2.35 0.70 Cum 16.05
2 3.00 1.35 0.20 Cum 1.62
Deduct pipes 1 3.721/2
*.6*.6Cum 2.10
3
Polygonal Random Rubble massonary,uncoursed brought to course in cement
sand mortar 1:6 with quarry stone in foundation and plinth incl cost of bond stones
and levelling up at specified levels with M15(stone aggregate 20 mm size)
2 3(1.35+0.
6)/22.5 Cum 14.625
Parapet Walls 2 3 0.6 0.6 Cum 2.16
Deduct pipes 2 0.97( x.6x..
6)Cum 2.1
4Back fillingbehind abutment, wingwall and return wall complete as per drawings
&technical specifications Clause 1204.3.8
4 2.44 3.5 1 Cum 34.16
Deduct pipes 1 3.721/2( x.
6x..6)2.1
Type A (Concrete cradle) Bedding, Laying concrete cradle bedding with M 15
Cement concrete as per Clause 1105 (ii)
Type B (First Class) Bedding, Laying (First Class) bedding on well compacted
sand, moorum or approved granular material as per Clause 1105 (ii)
1
8
8
14
3
Pradhan Mantri Gram Sadak Yojana ( PMGSY)
Cost Estimate for Laying of 1200mm dia cross drainage pipe
Construction Of Road from Dub to Khanpora
District :Srinagar (Ganderbal) Block:-Lar
Length 1.90 KMs
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5 Providing and laying reinforced cement concrete pipe NP3 for culverts on first
class bedding of granular material in single row including fixing collar with cement
mortar 1:2 but excluding excavation, protection works, backfilling, concrete and
masonry works in head walls and parapets as per Clause 1106.(600 mm dia)4 2.44 Rm 9.76
TOTAL
Rate per Pipe Crossing of 1200mm dia = Rs
Assistant Executive Engineer
PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRDA) D
227084
Executive Engi
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Block K
S.No. Description of Items L (M) B (M) D (M) Unit Qty. Total Q
R/Wall / Breast Wall
1 Earthwork in excavation for structures as per drawingand technical specifications Clause 305.1 including
sett ing out, construction of shoring and bracing,
removal of stumps and other deleterious material and
disposal upto a lead of 50 m, dressing of side and
bottom and back filling in trenches with excated
suitable material(ordinary soil up to 3 mt depth)
15 1.32+2.5
2Cum 43.88 2.28
2 Providing concrete for plain/reinforced concrete inopen foundat ions complete as per drawings and
technical specifications Clause 802, 803, 1202 & 1203
(P.C.C Grade M-10 Nominal mix 1:3:6)
15 1.30 0.15 Cum 2.93 2.93
15 1/2X1.10 0.30 2.48
151.10+.60
22.00 25.50
8.10
4 Polygonal/ Random Rubble masonry, uncoursedbrought to course with quarry stones laid DRY in
foundation and plinth incl cost of bond stones.Cum 8.1 8.10
Cost estimate for Construction of R/Wall & Breast Wall (2M Height)Construction Of Road from Dub to Khanpora Length :1District : Srinagar ( Ganderbal)
3
D/d dry pannels
4.0x3.00x.750x(1.00+0.80)/2
Cum
Pradhan Mantri Gram Sadak Yojana ( PMGSY)
19.88
4.0x3.00x.750x(1.00+0.80)/2
Polygonal/ Random Rubble masonry, uncoursed
brought to course in cement sand mortar 1:6, with
quarry stones in foundation and plinth incl cost of
bond stones and levelling up at specified levels with M-
5 grade ( stone aggregate 20mm size)
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Block Kangan
S.No. Description of Items L (M) B (M) D (M) Unit Qty. Total Qty Rate
(items
(Rs)
R/Wall / Breast Wall
Cost estimate for Construction of R/Wall & Breast Wall (2M Height)Construction Of Road from Dub to Khanpora Length :1.90 KmsDistrict : Srinagar ( Ganderbal)
Pradhan Mantri Gram Sadak Yojana ( PMGSY)
5 Backfilling behind abutment, wing wall and return wallcomplete as per drawings & technical specification
Clause 1204.3.8(Material available at site) 15 0.60 1.00 cum 9 9 834.69
6 Providing P.C.C. M 20 50mm thick coping on top ofretaining wall/breast wall.
15 Rm 15.00 15.00 220.21
Total
Assistant Executive Engineer
PMGSY, SD Ganderbal PMGSY Division Ganderbal
Executive Engineer
Cost per Rm=Rs
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Rev
Length 1.9 KM
Block :-
Kangan
.No Description of Items L (M) B (M) D (M) Unit Qty. Total
QtyRate
(items
(Rs
Crate Appron Bund
1 Earthwork in excavation for structures as per drawing andtechnical specifications Clause 305.1 including setting out,
construction of shoring and bracing, removal of stumps and other
deleterious material and disposal upto a lead of 50 m, dressing of
side and bottom and backfilling in trenches with excavated suitable
material. (with a lift of 3 Mtrs)
100.00 1.20 0.30 Cum 36.00 36.00 183.1
2Providing and Laying of Boulder Apron laid in wire Crates 4mm dia
G I Wire conferming to IS 280 and IS 4823 in 100mm X 100mm
mesh (woven diagonaly includiing 10% extra for laps and joints
laid with stone Boulders weighing not less than 25 Kgs each as per
drawing and Technical Specifications Clause 1301 excluding the
100.00 1.20 1.20 Cum 144.00 144.00 791.9
3 Providing and fixing of crate wire with 4mm dia Black Annealedwire confirming to IS 280 and IS 4826 in 100mm X 100mm mesh
(woven diagonally ) including 10 per cent extra laps and joints
excluding the cost & labour of boulders144.00 Sqm 511.20 511.20 223.0
4 Backfilling behind Crate wall complete as per drawings & technicalspecification Clause 1204.3.8 100.00 0.60 0.60 cum 36.00 36.00 834.6
Total Total
Rate per RM 3035.3508
Assistant Executive Engineer
PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRDA) Division Ga
Executive Engineer
Pradhan Mantri Gram Sadak Yojana ( PMGSY)
Cost estimate for Construction of Crate Appron Bund
Construction Of Road from Dub to Khanpora
District :- Srinagar (Ganderbal)
3.55
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63.4 4.179074
282.00
228.29
238.49
3.76 11.41292
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S.No. Description of Items L (M) B (M) D (M) Unit Qty. Ra
(item
(R
1 Earthwork in excavation for structures as per drawing and technical
specifications Clause 305.1 including setting out, construction of shoring
and bracing, removal of stumps and other deleterious material and
disposal upto a lead of 50 m, dressing of side and bottom and backfilling
in trenches with excavated suitable material. (with a lift of 3 Mtrs)
100.00 1.05 0.60 Cum 63.00 183
2 Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6)100.00 1.05 0.15 Cum 15.75 352
3 Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 { P.C.C grade M 15 Nominal mix (1:2.5:5)} 2x100
0.30+0.20
2 0.50 Cum 25.00 3598
4 Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 [ P.C.C. grade M 20, Nominal mix (1:2:4)]100.00 0.45 0.05 Cum 2.25 4071
TOTAL
Rate per Rm 1765
Assistant Executive Engineer
PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRD
Executi
Cost estimate for Construction of C C Drain
Construction Of Road from Dub to KhanporaDistrict :- Srinagar (Ganderbal)
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118.2 13.63472
14.18 8
75.64 72.58604
7929.36
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1.90 KM
S.No. Description of Items L (M) B (M) D (M) Unit Qty. Rat
(item
(R
1 Earthwork in excavation for structures as per drawing and technical
specifications Clause 305.1 including setting out, construction of shoring
and bracing, removal of stumps and other deleterious material and
disposal upto a lead of 50 m, dressing of side and bottom and backfilling
in trenches with excavated suitable material. (with a lift of 3 Mtrs)
100.00 1.50 0.30 Cum 45.00 183
2 Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6)100.00 1.50 0.15 Cum 22.50 3526
3 Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 { P.C.C grade M 15 Nominal mix (1:2.5:5)}
100.00 0.40+0.652
1.20 Cum 63.00 3598
100.00 0.30 1.20 Cum 36.00 3598
4 Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 [ P.C.C. grade M 20, Nominal mix (1:2:4)]100.00 0.65 0.05 Cum 3.25 4071
TOTAL
Rate per Rm 4870
Assistant Executive Engineer
PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRD
Pradhan Mantri Gram Sadak Yojana ( PMGSY)
Cost estimate for Construction of C C Deep drain Dr
Length
Construction Of Road from Dub to KhanporaDistrict :- Srinagar (Ganderbal)
Executiv
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118.2 9.739089
14.18 12
75.64 182.9168
11453.52
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S.No. Description of Items L (M) B (M) D (M) Unit Qty. Ra
(ite
(R
Edge Wall
1 Earthwork in excavation for structures as per drawingand technical specifications Clause 305.1 including
setting out, construction of shoring and bracing,
removal of stumps and other deleterious material and
disposal upto a lead of 50 m, dressing of side and
bottom and back filling in trenches with excated
suitable material(ordinary soil up to 3 mt depth)
100 0.9 0.30 Cum 27.00 18
2 Type B (First Class) Bedding, Laying (First Class)bedding on well compacted sand, moorum or
approved granular material as per Clause 1105 (ii) 100 0.80 0.15 Cum 12.00 65
3 Providing concrete for plain/reinforced concrete inopen foundations complete as per drawings and
technical specifications Clause 802, 803, 1202 & 1203
(P.C.C Grade M-10 Nominal mix 1:3:6)100 0.75 0.1 Cum 7.5 352
4 Providing concrete for plain/reinforced concrete in
open foundations complete as per drawings and
technical specifications Clause 802, 803, 1202 & 1203
{ P.C.C grade M 15 Nominal mix (1:2.5:5)}
1000.75+.5
21.00 Cum 62.00 35
5 Backfilling behind abutment, wing wall and return wallcomplete as per drawings & technical specification
Clause 1204.3.8(Material available at site) 100 0.30 0.50 cum 15.00 834
Tot
Assistant Executive Engineer
PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRR
Execu
Pradhan Mantri Gram Sadak Yojana ( PMGSY)
Cost estimate for Construction of Edge wall (1M Heigh)
Construction Of Road from Dub to Khanpora
Cost per Rm=Rs
District : Srinagar ( Ganderbal)
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Length :-1.90 Kms Dub to Khanpora
S No Particulars
Source of
Material
Qty in
Unit of
QtyDensity
in t/cum
Milage
in
Km
Haulage
/Loading
Unloading
Rate
Unit of
Haulage/Lo
ading
Unloading
Amount
in
Rs
1 M-10 (1:3:6)] for 1 Cum
carriage of C A Kijpora 0.9 Cum 2.05 13 4.03 t km 96.66
Carriage of F.A
Nallah
sindh 0.45 Cum 1.84 25 4.03 t km 83.42
Carriage of Cement Srinagar 0.22 t 51 4.03 t km 45.22
Loading of C.A 0.9 Cum 22.42 Cum 20.18
Loading of F A 0.45 Cum 22.42 Cum 10.09
Loading & Unloading of
cement 0.22 t 92.79 t 20.41
Total 275.98
2 R/R Masonary (1:6 mortar)
Carriage of stones Saderkote 1 Cum 2.6 37 4.03 t km 387.69
Carriage / Loading Unloading Chart
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Length :-1.90 Kms Dub to Khanpora
S No Particulars
Source of
Material
Qty in
Unit of
QtyDensity
in t/cum
Milage
in
Km
Haulage
/Loading
Unloading
Rate
Unit of
Haulage/Lo
ading
Unloading
Amount
in
Rs
Carriage / Loading Unloading Chart
Carriage of F.A Nallah sindh 0.38 Cum 1.84 25 4.03 t km 70.44
Carriage of Cement Srinagar 0.092 t 51 4.03 t km 18.91
Loading of Stones(Manually) 1 Cum 73.95 Cum 73.95
Loading of Sand 0.38 Cum 22.42 Cum 8.52
Loading & Unloading of
cement 0.092 t 92.79 Cum 8.54
Total568.05
3 R/R Masonary (dry)
Carriage of stones Saderkote 1 Cum 2.6 37 4.03 t km 387.69
Loading of Stones(Manually) 1 Cum 73.95 Cum 73.95
Total 461.64
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Length :-1.90 Kms Dub to Khanpora
S No Particulars
Source of
Material
Qty in
Unit of
QtyDensity
in t/cum
Milage
in
Km
Haulage
/Loading
Unloading
Rate
Unit of
Haulage/Lo
ading
Unloading
Amount
in
Rs
Carriage / Loading Unloading Chart
4 M-20 (1:2:4)
carriage of C A Kijpora 0.9 Cum 2.05 13 4.03 t km 96.66
Carriage of F.A Nallah sindh 0.45 Cum 1.84 25 4.03 t km 83.42
Carriage of Cement Srinagar 0.32 t 51 4.03 t km 65.77
Loading of C.A 0.9 Cum 22.42 Cum 20.18
Loading of F A 0.45 Cum 22.42 Cum 10.09
Loading & Unloading of
cement 0.32 t 92.79 t 29.69
Total 305.81
5 M-30 (1:1:2)
carriage of C A Kijpora 0.9 Cum 2.6 13 4.03 t km 122.59
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Length :-1.90 Kms Dub to Khanpora
S No Particulars
Source of
Material
Qty in
Unit of
QtyDensity
in t/cum
Milage
in
Km
Haulage
/Loading
Unloading
Rate
Unit of
Haulage/Lo
ading
Unloading
Amount
in
Rs
Carriage / Loading Unloading Chart
Carriage of F.A Nallah sindh 0.45 Cum 1.84 25 4.03 t km 83.42
Carriage of Cement Srinagar 0.43 t 51 4.03 t km 88.38
Loading of C.A 0.9 Cum 22.42 Cum 20.18
Loading of F A 0.45 Cum 22.42 Cum 10.09
Loading & Unloading of
cement 0.43 t 92.79 t 39.90
Total 364.56
6 M-15 (1:2.5:5)
carriage of C A Kijpora 0.8 Cum 2.05 13 4.03 t km 85.92
Carriage of F.A Nallah sindh 0.48 Cum 1.84 25 4.03 t km 88.98
Carriage of Cement Srinagar 0.275 t 51 4.03 t km 56.52
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Length :-1.90 Kms Dub to Khanpora
S No Particulars
Source of
Material
Qty in
Unit of
QtyDensity
in t/cum
Milage
in
Km
Haulage
/Loading
Unloading
Rate
Unit of
Haulage/Lo
ading
Unloading
Amount
in
Rs
Carriage / Loading Unloading Chart
Loading of C.A 0.8 Cum 22.42 Cum 17.94
Loading of F A 0.48 Cum 22.42 Cum 10.76
Loading & Unloading of
cement 0.275 t 92.79 t 25.52
Total 285.64
7TypB (First Class ) craddle
Carriage of granular materialNallah
Sindh 1 Cum 1.92 25 4.03 t km 193.44
Loading of Granular Material 1 Cum 22.42 Cum 22.42
Total215.86
8
1200mm dia NP3 pipes(for
per mtr pipe)
Carriage of NP3 pipes Zainakote 1.00 Cum 2.5 60 4.03 t km 603.896
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Length :-1.90 Kms Dub to Khanpora
S No Particulars
Source of
Material
Qty in
Unit of
QtyDensity
in t/cum
Milage
in
Km
Haulage
/Loading
Unloading
Rate
Unit of
Haulage/Lo
ading
Unloading
Amount
in
Rs
Carriage / Loading Unloading Chart
Loading (by manual means) 1 per pipe 60.94 per pipe 60.94
Unloading (by Manual means)1 per pipe 290.01 per pipe 290.01
Total 391.33
Assistant Executive Engineer
PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRDA) Division Ganderbal
Executive Engineer
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Road Length= 7.80 Kms
District :Srinagar ( Ganderbal)
S.No. Item Unit Qty. Rate of
items
incl
carriage(R
s)
Total
Amount
in Lacs.
1 RCC KM Stone Nos 8.00 1600.00 0.13
2 Const. of Reference Pillars Kms 7.80 5000.00 0.39
3 Const. of Back Pillars Kms 7.80 5500.00 0.43
4 P/Fixing of Citizen information Boards Nos 2.00 16000.00 0.32
5 Fixing of Two Km Sign boards Nos 4.00 7000.00 0.28
6 Provision for Traffic Sign Boards as per clause
1701.2.3 & IRC :67
Nos 25.00 5000.00 1.25
2.80
Assistant Executive Engineer Executive Engineer
PMGSY, SD Ganderbal PMGSY Division Bandipora
Total =
Construction of Akhal to Hayan
Block:- Kangan
Pradhan Mantri Gram Sadak Yojana ( PMGSY)
Cost Estimate for Road Furniture.
Package No: